Evaluation of high performance concrete hardness properties using fuzzy logic based modeling. [PDF]
Li Q.
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Support vector regression model for the prediction of buildings' maximum seismic response based on real monitoring data. [PDF]
Tao D +5 more
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Hydraulic characterization and start-up of a novel circulating flow bio-carriers. [PDF]
Li X +6 more
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Incorporation of Nitinol (NiTi) Shape Memory Alloy (SMA) in Concrete: A Review. [PDF]
Turkmen M +3 more
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Nonlinear Pushover Analysis of the Influences on RC Footing for the External Elevator Well
Mo Shi, Xiaoyan Xu, Yeol Choi
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Observation and prediction of bottom collapse and middle break phenomena in the blasting demolition of high chimneys. [PDF]
Li Q +5 more
europepmc +1 more source
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A major challenge in performance-based earthquake engineering is to develop simple and practical methods for estimating the capacity level and seismic demand on structures by taking into account their inelastic behaviour instead of complicated nonlinear time history analysis.
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Nonlinear pushover analysis of infilled concrete frames
Earthquake Engineering and Engineering Vibration, 2006Six reinforced concrete frames with or without masonry infills were constructed and tested under horizontal cyclic loads. All six frames had identical details in which the transverse reinforcement in columns was provided by rectangular hoops that did not meet current ACI specifications for ductile frames.
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NONLINEAR PUSHOVER ANALYSIS OF PRESTRESSED CONCRETE BEAM
Scientific works/Elmi eserler, 1996This study investigated nonlinear pushover analysis of prestressed concrete beam using the DIANA FEA (Finite Element Analysis ) software that embraces 1D, 2D, and 3D modeling methodologies. In engineering structures, the use of prestressed concrete is indispensable because it remarkably enhances the load-carrying capacity by imposing precompression ...
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Nonlinear Static Pushover Analysis for Shear Wall Structures in SAP2000 Program
Applied Mechanics and Materials, 2013To study the nonlinear mechanical characteristics of reinforced concrete shear wall structures under rare earthquakes, a single reinforced concrete shear wall model is established in SAP2000 program, which is simulated by nonlinear multi-layer shell element.
Zhi Bin Su, Tao Han, Sheng Nan Sun
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